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Waste Treatment Septic Systems

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Title: Waste Treatment Septic Systems


1
Waste Treatment Septic Systems
  • Lab 7

2
Objectives
  • Know how a conventional septic system works.
  • Be able to describe three alternative systems
    that could be used to dispose of household waste.
  • Know what soil conditions are needed for proper
    functioning of conventional and alternative waste
    disposal systems.

3
Background Info
  • Every day the average U.S. family of four
    generates approximately 200 gallons of sewage
    effluent through use of toilets, showers,
    bathtubs, sinks, washing machines, and
    dishwashers.
  • This sewage is 95 water and 5 solid material.

4
Disposing of the Material
  • In houses connected to city sewer systems,
    disposal of household sewage is simple the waste
    water simply flows out of the houses, and down
    into the city sewer pipe.
  • However, in N. C., about 50 of the houses
    (approximately 1.5 million) are not connected to
    city a sewer, and wastes from these homes must be
    disposed of in other ways, usually on the
    homeowner's property.

5
Septic Systems
  • The easiest way to dispose of most household's
    daily sewage is to let it seep into the soil
    surrounding the home.
  • To do this, most of the solid materials are first
    removed from the effluent, and then the
    wastewater is spread over the soil and allowed to
    seep in.

6
Soils Role in the Process
  • The soil's job is to filter out any remaining
    solids, and to kill the germs in the effluent.
  • The purified water flows downward through the
    soil to the water table and should be fit to
    drink once it reaches the water table.

7
Schematic of Septic System
http//www.cet.nau.edu/Projects/WDP/resources/Conv
entional_Overview/ConventionalSepticSystem.jpg
8
Septic Tank
http//www.co.thurston.wa.us/health/ehoss/images/d
rainfield.jpg
9
Septic Tank
  • The septic tank is a settling tank where sewage
    from the house is stored temporarily so that
    solid materials settle to the bottom of the tank
    to form sludge, while grease floats to the top to
    form a scum layer.
  • The scum and sludge must be periodically removed
    from the septic tank by simply pumping them out.

10
Septic Tank
http//rps.uvi.edu/CES/septicx.jpg
11
Drainfield or Absorption Field
http//www.co.thurston.wa.us/health/ehoss/images/d
rainfield.jpg
12
Drainfield
  • The absorption field is frequently a network of
    drain lines (pipes with holes in them) that carry
    wastewater from the septic tank and apply it to
    the soil.
  • The size of the absorption field varies from site
    to site, but most are small enough to fit in a
    backyard and cover and area between 400 and 800
    ft2.

13
Suitable Soils
  • Although effluent can be applied to the surface
    of any soil, not all soils are able to absorb and
    purify wastewater.
  • Soils that can be used for waste disposal are
    permeable, deep, well drained (not waterlogged)
    and are not on a steep slope.
  • In N. C., state law requires that all soils pass
    an inspection before a septic system is installed
    on any property.

14
Alternative Septic Systems
  • If a soil is not suitable for a conventional
    septic system, several alternative systems have
    been developed to overcome specific soil
    problems.
  • These alternative systems include the low
    pressure pipe system, the mound system, and the
    recirculating sand filter.

15
Low Pressure Pipe System
  • The Low Pressure Pipe system (LPP) includes a
    small pump, which may turn on 1-2 times a day, to
    pump a large amount of effluent to the
    drainfield.
  • This allows the soil to absorb and filter the
    effluent effectively.

16
Mound System
  • Soils with shallow depth over a limiting layer or
    soils with high percolation rates may be suitable
    for a mound system.
  • In a mound system,specially selected sand is
    placed on top of the natural soil to help treat
    and dispose of septic tank effluent.

http//ohioline.osu.edu/aex-fact/images/744_1.jpg
17
Recirculating Sand Filter
Effluent In
http//www.nesc.wvu.edu/nsfc/pdf/eti/RSF_tech.pdf
18
How do we determine if our soils are suitable?
  • The ability of a soil to properly absorb and
    treat sewage waste will depend on several soil
    properties.
  • Each County Health Department should be consulted
    for specific criteria used in a given county.
  • Remember that these are the rules that state
    whether or not you can build a soil drainfield on
    your land.

19
General Order of Events
  • Determine the types of soils on the lot.
  • Find out what type of septic system, if any, will
    work on those soils.
  • Obtain a septic system improvement permit (IP)
    from your local health department.
  • Obtain a cost estimate for installing the kind of
    septic system you need. Ask about the operating
    requirements and maintenance costs for the
    system.

20
Reviewing the Site
  • Walk over each lot and look for indications of
    soil problems or site limitations that could
    affect the performance of a septic system.
  • Look for steep slopes, streams nearby, wet soils,
    wetlands, bedrock protruding, etc.

21
Reviewing the Soils
  • If you do not observe any obvious site problems,
    you may wish to identify the soil types.
  • The county soil survey report shows which soils
    are most likely to occur on the land you are
    investigating.
  • You can use this report to help screen land
    parcels and focus your efforts upon those lots
    that have the most desirable soil and site
    characteristics.
  • Do not substitute it for an on-site evaluation of
    soil and site conditions.

22
Unsuitable Soils
  • Unfortunately, not all soils can absorb
    wastewater or purify it.
  • Septic systems that are installed in unsuitable
    soils usually malfunction by leaking raw,
    untreated sewage to the soil surface or a
    roadside ditch, or by contaminating the
    groundwater.
  • The sewage may contain deadly bacteria and
    viruses.

http//www.ncdc.gov.uk/media/images/d/l/WaterPollu
tion_640.JPG
23
Are the soils suitable?
  • In order to determine if a soil is suitable, a
    basic morphological description including
    texture, structure, color and clay type is
    required.
  • We must first complete a description of the soils
    and then follow the guidelines provided by NC.

24
Soil Suitability in NC Landscape Position
  • gt30 Slope, Floodplain or Depressional Area
    Unsuitable (US)
  • 15-30 Slope Provisionally Suitable (PS)
  • lt15 Slope Suitable (S)

25
Soil Suitability in NC Textural Class
  • Group I Sand Loamy Sand S
  • Group II Sandy Loam Loam S
  • Group III Sandy Clay Loam, Silt Loam, Silty
    Clay Loam Clay Loam PS
  • Group IVa 11 Clay (Kaolinite) PS
  • Group Ivb 21 Clay (Montmorillonite or
    Vermiculite) US

26
Soil Suitability in NC Structure
  • All Groups are S, except
  • Groups III IV with blocky structure PS
  • Groups III IV with platy structure US
  • Groups II. III IV with massive structure US

27
Soil Suitability in NC Organic Soils
  • All organic soils are unsuitable (US).

28
Soil Suitability in NC Drainage
  • To determine the suitability, we need to look for
    depth to seasonal high water table (chroma lt2
    indicates reducing conditions).
  • gt 4 ft S
  • 3-4 ft PS
  • lt3 ft US

29
Soil Suitability in NC Restrictive Horizons
  • To determine suitability, we must locate any
    restrictive layers (clay pans, etc.) or the C
    horizons. If we have either of these, use the
    following
  • gt 4 ft S
  • 3-4 ft PS
  • lt3 ft US

30
Determining Loading Rates
  • Now we must determine how much effluent we can
    load onto the drainfield so that the system works
    properly.

31
Loading Rates
32
How big must the drainfield be?
  • The loading rates and the size of the house are
    used to determining how large the soil drain
    field must be.
  • The rule of thumb is 120 gpd of effluent for each
    bedroom in the house.
  • For example a 3-bedroom house is expected to
    produce 3 X 120 gpd effluent or 360 gpd of
    effluent.

33
Requirements for a Conventional System
  • lt30 Slope
  • gt3 ft to seasonal high water table, bedrock,
    saprolite or restrictive horizon
  • Suitable (S) or Provisionally Suitable (PS)
    texture and structure to 3 ft.

34
Requirements for Low Pressure Pipe Systems
  • Soil depth gt 2 ft to seasonal high water table,
    bedrock, saprolite or restrictive horizon
  • S or PS texture and structure to 3 ft.

http//www.ces.ncsu.edu/plymouth/septic2/FAST-Comp
lete1.gif
35
Requirements for Mound Systems
  • lt 10 Slope
  • Soil depth gt1 ft to seasonal high water table,
    bedrock, saprolite or restrictive horizon
  • S or PS texture and structure to 1 ft.

http//www.co.kenosha.wi.us/plandev/images/mound01
.jpg
36
Our Turn
  • For this lab, we will review soil profiles and
    determine whether or not the soil would be
    suitable for a conventional septic system.
  • If it is not, we will determine if an alternative
    system could be used.
  • Please see the Lab 7 Help file for any help on
    the lab.

37
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